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Exponential sine sweeps for the autonomous estimation of nonlinearities and errors assessment by bootstrap Application to thin vibrating structures

机译:指数正弦扫描,用于通过自举法自动估计非线性和误差,应用于薄型振动结构

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摘要

Vibrating structures are generally assumed to behave linearly and in a noise-free environment. This is in practice not perfectly the case. First, nonlinear phenomena such as jump phenomenon, hysteresis or internal resonance appear when the transverse vibration of a bi-dimensional structure exceeds amplitudes in the order of magnitude of its thickness. Secondly, the presence of plant noise is a natural phenomenon that is unavoidable for all experimental measurements. In order to perform reliable measurements of vibrating mechanical structures one should thus keep in mind these two issues and care about them. However, it turns out that they are actually coupled. Indeed, all the noise that is not correctly removed from the measurements could be misinterpreted as nonlinearities, thus polluting measurements. And if nonlinearities are not accurately estimated, they will end up within the noise signal and information about the structure under study will be lost. We thus try here to solve simultaneously both issues. The underlying idea consists in extracting the maximum of available linear and nonlinear deterministic information from measurements without misinterpreting noise. The aim of this talk is thus to provide a methodology that allows for the autonomous estimation of nonlinearities and errors assessment by bootstrap on a given vibrating structure. Nonlinearities are estimated by means of a block-oriented nonlinear model approach based on parallel Hammerstein models and on exponential sine sweeps. Estimation errors are simultaneously assessed using repetitions of the input signal (multi exponential sine sweeps) as the input of a bootstrap procedure. Mathematical foundations and practical implementation of the method are discussed on an experimental example. The experiment chosen here consists in exciting a steel plate under various boundary conditions with exponential sine sweeps and at different levels, in order to assess the evolutions of nonlinearities and of signal to noise ratio over a wide range of frequencies and input amplitudes.
机译:通常假定振动结构在无噪声的环境下线性运行。实际上,情况并非完全如此。首先,当二维结构的横向振动超过其厚度的数量级的振幅时,出现诸如跳变现象,滞后或内部共振的非线性现象。其次,植物噪声的存在是所有实验测量都不可避免的自然现象。为了对振动的机械结构进行可靠的测量,应牢记这两个问题并加以注意。但是,事实证明它们实际上是耦合的。实际上,所有未从测量中正确消除的噪声都可能被误解为非线性,从而污染了测量。而且,如果不能准确地估计非线性,它们将最终进入噪声信号,并且有关正在研究的结构的信息也会丢失。因此,我们在这里尝试同时解决这两个问题。基本思想在于从测量中提取可用线性和非线性确定性信息的最大值,而不会误解噪声。因此,本演讲的目的是提供一种方法,该方法允许通过在给定的振动结构上进行引导来自主估计非线性和进行误差评估。非线性是通过基于并行Hammerstein模型和指数正弦波的面向块的非线性模型方法估算的。使用输入信号的重复(多次指数正弦扫描)作为自举程序的输入,可以同时评估估计误差。在一个实验实例上讨论了该方法的数学基础和实际实现。此处选择的实验包括在各种边界条件下以指数正弦扫描和在不同水平下激励钢板,以便评估在宽范围的频率和输入振幅范围内的非线性和信噪比的演变。

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